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966s_spp_sdGENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR All WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE: AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDRIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR/DEVELOPER SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6790. 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220 AND 1221. 4. All WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION. COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE LA0. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE I S. PROPERTY CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING HE COUNTY MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SECTIONTHE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A SECOND CORNERER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS. 6, ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT UMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 207A, AS DIRECTED IN THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT OMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION (FOR MAP CASES) PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING, FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT. 12. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (SEE SEPARATE LANDSCAPE PLANS). 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE. AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX, 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009. 16. ANY PRIVATE DRAINAGE FACILITES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 17. a. CONSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE N01 WITH A VALID WDID NUMBER. 18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 19. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED T0, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. 20. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER/CONTRACTOR TO APPLY TO RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMIT j ON THE PLAN. 21. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY AND OR CALIFORNIA DEPARTMENT OF TRANSPORTATION (CAI -TRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THEIR RIGHT-OF-WAY. 22. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION. 23. BEDDING PIPE SHALL CONFORM TO RCFC&WCD STD. DWG. M815, EXCEPT FOR COVER <2 FEET. FOR COVER <2 FEET, CONCRETE SLURRY (2000 PSI -2 SACK) SHALL BE USED. THE ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM ABOVE THE TOP OF THE PIPE. 24. ALL CATCH BASINS SHALL BE STENCILED WITH "NO DUMPING - ONLY RAIN IN THE DRAIN" PER R.O.F.C. & W.C.D. STANDARDS. w F U a z a 0 a z 00 U i3 BASIS OF BEARINGS "THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCSB3, ZONE 6, BASED LOCALLY ON CONTROL STATIONS 'MLFP", AND 'PPBF", NAD 83 (NSRS2011) AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE, ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.999921668. CALCULATIONS ARE MADE AT POINT #1 WITH COORDINATES OF: N: 2242591.767, E: 6259065.349, USING AN ELEVATION OF 1532.127 FEET. THE CONVERGENCE ANGLE AT POINT #1 IS -00.32'51'. BENCHMARK NGS DESIGNATION /435 (PID DX5442) ELEV. = 1515.12' (NAVD88) DESCRIBED BY METRO WATER DISTR SO. CALIFORNIA 1992 PERRIS, 1300 FEET (396.2 M) WEST OF ATSF RAILROAD ALONG RIDER ST, ON TOP OF NORTH CURB FACE OF RIDER Sr, 28 FEET (8.5 M) NORTH OF RIDER ST, 6 FEET (1.8 M) SOUTH OF A GTE TELEPHONE BOX (DAMAGED). A STANDARD 3-1/4 INCH ALUMINUM DISK SET FLUSH IN TOP OF CURB. STREET IMPROVEMENT PLANS FOR BARVILL BUSINESS CENTER PLOT PLAN NO. 26173 IN THE COUNTY OF RIVERSIDE, CALIFORNIA RIDER STREET S H E E T 3 `\ .d \` f flTfTff � 4 _ I, N_ - I - E INDEX MAP 1"=150 1"= 150' W S, 150 75 0 156 300 4 0 ENGINEER OF RECORD NOTE WEBB ASSOCIATES WAS RETAINED AS THE ENGINEER OF RECORD FOR THE DEVELOPMENT AND PROCESSING OF THESE PLANS FOR CONSTRUCTION PURPOSES. SAID PLANS HAVE BEEN RENEWED AND APPROVED BY THE LOCAL GOVERNING AGENCY TO BE CONSTRUCTIBLE BASED ON LOCAL INDUSTRY STANDARDS. THIS DOES NOT MEAN, HOWEVER, THAT EVERY HORIZONTAL DIMENSION OR VERTICAL ELEVATION NECESSARY FOR CONSTRUCTION IS DELINEATED ON SAID DRAWINGS. ANY PART OF THESE DRAWINGS THAT IS TO BE USED IN STAKING THE PROPERTY HAS BEEN PREPARED BY WEBB WITH THE EXPECTATION AND ASSUMPTION THAT ANY STAKING, WHETHER BY WEBB, OWNER OR A THIRD PARTY, WILL BE PERFORMED UNDER THE SUPERVISION AND CONTROL OF A UCENSED LAND SURVEYOR AND WILL INCLUDE ON-SITE INTERPRETATION, VERIFICATION, CROSS-CHECKING AND FIELD CORRECTIONS OF PLANS, DRAWINGS, SURVEY INFORMATION AND ELECTRONIC DATA AT THE TIME OF ACTUAL STAKING OF THE PROPERTY PRIOR TO CONSTRUCTION. UNDERGROUND UTILITIES NOTE ALL UNDERGROUND STRUCTURES OR UTILMES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME UABILRY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTIUTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION NOTE: APPROVAL BY ME TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTICE TO CONTRACTORS MAP SEC 13 i.ui iu SCALE CONSTRUCTION NOTES AND QUANTITY ESTIMATE* Oi CONSTRUCT 0.25' THICK A.C.PAVIIG OVER 0.83' CLASS II A.B. (9.975 SF) 180 (AC) c LEGEND 308 (AB) CY O2 CONSTRUCT TYPE A-8 CURB & GUTTER PER RN. CO. STD. 201 513 LF O3 CONSTRUCT 5' WIDE SIDEWALK PER RIV. CO. STD. DETAIL 401 2,244 SF © CONSTRUCT EP PER TYP. EDGE OF PAVEMENT DETAIL SHEET 2 225 LF O PROTECT IN PLACE - © CONSTRUCT COMMERCIAL DRIVEWAY PER RN. CO. STD. 207A 5,340 SF O7 REMOVE EX. 6- A.C. DIKE 90 LF © REMOVE EX. C&G 440 LF O CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER RN. CO. STD. DETAIL 404 \` f flTfTff � 4 _ I, N_ - I - E INDEX MAP 1"=150 1"= 150' W S, 150 75 0 156 300 4 0 ENGINEER OF RECORD NOTE WEBB ASSOCIATES WAS RETAINED AS THE ENGINEER OF RECORD FOR THE DEVELOPMENT AND PROCESSING OF THESE PLANS FOR CONSTRUCTION PURPOSES. SAID PLANS HAVE BEEN RENEWED AND APPROVED BY THE LOCAL GOVERNING AGENCY TO BE CONSTRUCTIBLE BASED ON LOCAL INDUSTRY STANDARDS. THIS DOES NOT MEAN, HOWEVER, THAT EVERY HORIZONTAL DIMENSION OR VERTICAL ELEVATION NECESSARY FOR CONSTRUCTION IS DELINEATED ON SAID DRAWINGS. ANY PART OF THESE DRAWINGS THAT IS TO BE USED IN STAKING THE PROPERTY HAS BEEN PREPARED BY WEBB WITH THE EXPECTATION AND ASSUMPTION THAT ANY STAKING, WHETHER BY WEBB, OWNER OR A THIRD PARTY, WILL BE PERFORMED UNDER THE SUPERVISION AND CONTROL OF A UCENSED LAND SURVEYOR AND WILL INCLUDE ON-SITE INTERPRETATION, VERIFICATION, CROSS-CHECKING AND FIELD CORRECTIONS OF PLANS, DRAWINGS, SURVEY INFORMATION AND ELECTRONIC DATA AT THE TIME OF ACTUAL STAKING OF THE PROPERTY PRIOR TO CONSTRUCTION. UNDERGROUND UTILITIES NOTE ALL UNDERGROUND STRUCTURES OR UTILMES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME UABILRY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTIUTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION NOTE: APPROVAL BY ME TRANSPORTATION DEPARTMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. NOTICE TO CONTRACTORS MAP SEC 13 i.ui iu SCALE CONSTRUCTION NOTES AND QUANTITY ESTIMATE* Oi CONSTRUCT 0.25' THICK A.C.PAVIIG OVER 0.83' CLASS II A.B. (9.975 SF) 180 (AC) TONS LEGEND 308 (AB) CY O2 CONSTRUCT TYPE A-8 CURB & GUTTER PER RN. CO. STD. 201 513 LF O3 CONSTRUCT 5' WIDE SIDEWALK PER RIV. CO. STD. DETAIL 401 2,244 SF © CONSTRUCT EP PER TYP. EDGE OF PAVEMENT DETAIL SHEET 2 225 LF O PROTECT IN PLACE - © CONSTRUCT COMMERCIAL DRIVEWAY PER RN. CO. STD. 207A 5,340 SF O7 REMOVE EX. 6- A.C. DIKE 90 LF © REMOVE EX. C&G 440 LF O CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER RN. CO. STD. DETAIL 404 6,980 SF 10 SAWCUT AND JOIN PER DETAIL SHEET 2 1,045 LF 11 CONSTRUCT CURB RAMP PER RN. CO. STD. 403 CASE A 1 EA 12 REMOVE EX. AC PAVEMENT & RECOMPACT EX. A.B. 41,520 SF 13 CONSTRUCT 0.33' (MIN.) THICK AC PAVEMENT OVER RECOMPACTED A.B. (41,520 SF) 996 TONS 20 INSTALL 24' RCP STORM DRAIN (CLASS N) 30 LF 21 INSTALL 30" RCP STORM DRAIN, D -LOAD PER PLAN 350 LF 22 INSTALL 1.5'HX3.0'W RCB STORM DRAIN 215 LE O CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD. DWG. MH251 1 EA © CONSTRUCT MANHOLE NO. 3 PER RCFC&WCD STD. DWG. MH253 1 EA PIPE CULVERT HEADWALL PER CALTRANS STD. PLAN D89 AND DETAIL ON FL QCONSTRUCT SHEET 6, USE REINFORCEMENT FOR H=4'5' 1 © CONSTRUCT CABLE RAILING PER CALTRANS SID. PLAN B11-47 40 LF 27 CONSTRUCT CONCRETE COLLAR PER RCFC&WCO STD. DWG. M803 1 FA ® REMOVE EX. STORM DRAIN STRUCTURE 45 LF CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN AUGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE PUNS. MAJOR ITEMS TO BE REMOVED HAVE BEEN NOTED ON THESE PUNS, HOWEVER THE CONTRACTOR IS TO WALK THE SITE FOR VERIFICATION OF ADDITIONAL SURFACE FEATURES REQUIRING REMOVAL THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL OBJECTS AND MATERIALS (AC, CONCRETE, TREES, BUSHES, FENCING, ETC.) THAT ARE IN CONFLICT WITH THE NEW PROPOSED IMPROVEMENTS WHETHER CALLE-OUT OR NOT ON THE PLANS AND DISPOSE OF LEGALLY. CONTRACTOR IS TO BACKFILL ACCORDINGLY AND LEAVE SITE IN A RELATIVELY LEVEL CONDITION. UTILITY COMPANIES WATER: EASTERN MUNICIPAL WATER DISTRICT SEWER: EASTERN MUNICIPAL WATER DISTRICT ELECTRIC: SOUTHERN CALIFORNIA EDISON TELEPHONE: FRONTIER COMMUNICATIONS GAS: SOUTHERN CALIFORNIA GAS COMPANY CABLE: TIME WARNFR *THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNT AND/OR FEES AND IS NOT TO BE USED FOR BID PURPOSES. LEGEND - CONSTRUCT MIN. 4" AC OVER MIN. 10" AB CLASS II INSTALL SIDEWALK (SEE PLANS FOR WIDTH) REMOVE & REPLACE AC PAVEMENT (XX.XX) EXISTING ELEVATION ---I475--- EXISTING CONTOURS AC ASPHALT CONCRETE PVI POINT OF VERTICAL AP ANGLE POINT R/W RIGHT OF WAY BCR BEGIN CURB RETURN SO STORM DRAIN CB CATCH BASIN SL STREET LIGHT C&G CURB & GUTTER STA STATION D/W DRIVEWAY SWR SEWER LINE ECR END CURB RETURN TC TOP OF CURB EX. EXISTING TY P TYPICAL NOTE: FG FINISHED GRADE VC VERTICAL CURVE THIS PROJECT IS BONDED AND WILL FL FLOW LINE WTR WATER LINE BE INSPECTED BY COUNTY PERMIT FS FINISH SURFACE DEPARTMENT GB GRADE BREAK HP HIGH POINT INV INVERT SHEET INDEX LP LOW POINT MH MANHOLE SHEET 1 TIRE SHEET PI POINT OF INTERSECTION SHEET 2 STREET SECTIONS & DEFAILS P/L PROPERTY LINE SHEET 3 PLAN AND PROFILE - RIDER STREET PP POWER POLE SHEET 4 PLAN - HARVILL AVENUE SHEET 5 RIDER STREET CROSS SECTIONS RCFC PERMIT NO: SHEET 6 OFF-SITE STORM DRAIN PLAN & PROFILE PRnP EXIST. EX. CURB `EX. AC LEX. CURB & GUTTER HARVILL AVENUE PAVEMENT & GUTTER SECONDARY HIGHWAY STD. NO. 94 (100' R/W) TYPICAL SECTION N.T.S. N'LY STY R/W R/W I Too' I 5' 1 38" 1 32' 9' S' 1 3' (� I � VARIES VARIES 2.-37 0'-30 s 29 2% 2% FUTURE SIDEWALK! j EXISTING-/ IMPROVEMENTS 10 EX PR EP PROP. SIDEWALK O3 OP O EX. CURB RIDER STREET IMPRovEMENTs pROP. CURBO & GUTTER SECONDARY HIGHWAY & GUTTER STD. NO. 94 (100' R/W) STA 5+28.74 TO STA 11+01.98 N.T.S. `EXISTING FUTURE SIDEWALK) J IMPROVEMENTS � PROP. SIDEWALKO3 EX. CURB RIDER STREET EX. CURB & GUTTER SECONDARY HIGHWAY & GUTTER MODIFIED STD. NO. 94 (100' R/W) STA 11+01.98 TO STA 12+50.15 N.T.S. NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK WTTHIN THE ROAD RIGHT-OF-WAY ONLY. 12' COMPMTFn CLASS I GRADED EXIST GROUND V MIN /GWEEr EX UTTER LIP ;2' Moo\11 1 �_--i U IREMOVE PORTION OF �� A.B. TO MAINTAIN MIN. AC THICKNESS / \ RECOMPACTED AB. DETAIL "A" / \ NOT TO SCALE / TYP. EDGE OF 4 PAVEMENT DETAIL NOT TO SCALE PROP. EXIST. W'LY R/W W'LY R/W 15' I I I I 2% NEW A.C. 1' MIN. OVERLAY O PAVEMENT 0.15' MIN. THICKNESS 5 OR AS DIRECTED 3 EXIST. AC PAVEMENT L___—____---- H an 2% \ SAWCUT AND REMOVE EX. AC PAVEMENT 1' MIN. SAWCUT $ JOIN DETAIL NOT TO SCALE AC PAVEMENT 6' 3' i0 4' 7HICKNE551 I I I u 32' 12 6. SEE DETAIL B w w / i ANE \ DETAIL B NOT To sDA/E / J: PROP. MEANDERING MEANDERING SIDEWALK \ SEE DETAIL "A"- REPAVE WITH AC 1" THICKER REM 13 THAN EX. AC PAVEMENT (4" MIN.) AND dA YS I `moi--- CONSTRUCTION NOTES O1 CONSTRUCT 0.25' THICK A.C.PAVING OVER 0.83' CLASS II A.B. 2 CONSTRUCT TYPE A -B CURB & GUTTER PER RIV. CO. STD. 201 O3 CONSTRUCT 5' WIDE SIDEWALK PER RIV. CO. STD. DETAIL 401 O4 CONSTRUCT EP PER TYP. EDGE OF PAVEMENT DETAIL SHEET 2 O CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER RN. CO. STD. DETAIL 404 10 SAWCUT AND JOIN PER DETAIL SHEET 2 11 CONSTRUCT CURB RAMP PER RN. CO. STD. 403 CASE A AND DETAIL HEREON 12 REMOVE EX. AC PAVEMENT & RECOMPACT EX. AB. 13 CONSTRUCT 0.33' (MIN.) THICK AC PAVEMENT OVER RECOMPACTED A.B. TYP. EDGE OF 4 PAVEMENT DETAIL NOT TO SCALE PROP. EXIST. W'LY R/W W'LY R/W 15' I I I I 2% NEW A.C. 1' MIN. OVERLAY O PAVEMENT 0.15' MIN. THICKNESS 5 OR AS DIRECTED 3 EXIST. AC PAVEMENT L___—____---- H an 2% \ SAWCUT AND REMOVE EX. AC PAVEMENT 1' MIN. SAWCUT $ JOIN DETAIL NOT TO SCALE AC PAVEMENT 6' 3' i0 4' 7HICKNE551 I I I u 32' 12 6. SEE DETAIL B w w / i ANE \ DETAIL B NOT To sDA/E / J: PROP. MEANDERING MEANDERING SIDEWALK \ SEE DETAIL "A"- REPAVE WITH AC 1" THICKER REM 13 THAN EX. AC PAVEMENT (4" MIN.) AND dA YS I `moi--- 8 0 0 �l-1.7Xt) 34 35 PROPTC AT R/W 8' Ci O 32' r� N n f m _ PROP. P 36 EX. 8" SEWER_ Y€R- MONUMENT 7988 EX. 14° WATE IX. SEWER MHO IX. 8" SEWER (/r PER D-7988 EX EPS PP z.AMmML RT w X. �EP PROP. €PO4EX. D/W 5 -^. • . t_. EX. R/W EPO... 7 mdi a w r EX. EP.B n m TR -METER TO BE RELOCA ED ��. X. 36° CMP TO X --i1 a BE REMOVED REFER) + + TO SHEET 6 REFER TO DETAIL °C" n 4 HEREON FOR ADDFFIONAL GRADING DEFAILS X 37 53 D 0 37 CURVE M CONSTRUCTION NOTES n PROP. 30" RCP CONSTRUCT SEE SHEET 6 n CONSTRUCT IX CU �-RENWE - A=1.30'57" 5' WIDE SIDEWALK PER RIV. CO. STD. R=5000.00' 10 0 1=132.28' 37 EP PER TYR. EDGE OF PAVEMENT DETAIL SHEET 2 TC18.1SL1�.�_ 1 w- _ PLACE C4 Cy !18.16 CONSTRUCT COMMERCIAL DRIVEWAY PER RIV. CO. STD. 207A i M 3 e 6° A.C. DIKE o F. 0 REMOVE EX. 17.47 0 6 n + U3 CF I + M RIV. CO. STD. pMpMp 6 DESIGNED BY: CHECKED BY:w 0 PROP. TOP OF CURB 8° CF m ~ O 105.12' TAPER 35.41' +N n -1. OX <_ I- - PROP. TOP7nnn9X C 8° -0. CF O 32'-37' RIGHT TAH= -0.42 EX TOP OF CURB 'x A=103057" R=5000.00' - L=13228' W _ PER 39 40 41 42 IX. R/W EX SD OIX' 1.5'x3' R.C.B. MONUMENT ¢ STRUCTURED µ'} } _ 1 14.50-��.n�41�..,x -- - ; _.w _ t1.90 j5O TCT93:97 •- 1 10 N®E%. CURB TC Axl T 10 1 BE REMOVED }� o EX. R/ w� R ID E R S T R E E T PROP. EP r PROP. 30" RCP \j \ SEE SHEET 6 X�`��'� 1---� L FILL EXISTING DITCH IX. R/W �e -�-� AND GRADE TO DRAIN L� F �F NOTE: APPROVAL R BW THE TRANSPORTATION DEPARTMENT Y. DETAIL "C'� %&24; FOR WORK WITHIN TRE ROAD RIGHT-OF-WAY ONLY. SCALE: L "CNOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT DIAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR TOLL FREE 1-800-422-N33 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL A PUBLIC SERMCE BY OR DURING CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE MARKBY DATE UNDERGROUND SERMCE ALERT RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISIONS REVISING THE PUNS FOR APPROVAL BY THE COUNTY. ENGINEER w- `/ i} F5 1"= 20' 10 0 20 SEAL - ENGINEER DATE VTY ( \\\ IX. 8" SEWER \ PER D-7987 IX. 14 WATER _ \ PER D-7987 EX 1.5'Hz3'W RCB 4 PER RIV CO LINE °M" l STORM DRAIN PLANS !Y _2 11140 - N HARVILL AVENUE SEE SHEET 4 W E 1"=40' S 4 40 80 120 HORIZ. 1 °=40' VERT. 1'=4• LEGEND O CONSTRUCT MIN. 4" AC OVER MIN. 10" AB CLASS II O INSTALL SIDEWALK (SEE PLANS FOR WIDTH) REMOVE & REPLACE AC PAVEMENT CURVE TABLE CURVE M CONSTRUCTION NOTES RADIUS O CONSTRUCT 0.25' THICK A.C.PAVING OVER 0.83' CLASS II A.B. O2 CONSTRUCT TYPE A-8 CURB & GUTTER PER RIV. 00. STD. 201 O3 CONSTRUCT 5' WIDE SIDEWALK PER RIV. CO. STD. DETAIL 401 0 CONSTRUCT EP PER TYR. EDGE OF PAVEMENT DETAIL SHEET 2 O PROTECT IN PLACE C4 © CONSTRUCT COMMERCIAL DRIVEWAY PER RIV. CO. STD. 207A O7 REMOVE IX. 6° A.C. DIKE 1'14'56" 0 REMOVE EX. C&G 35.00 OCONSTRUCT 25.27 5' WIDE MEANDERING SIDEWALK PER RIV. CO. STD. DI 404 DESIGNED BY: CHECKED BY:w 10 SAWCUT AND JOIN PER DETAIL SHEET 2 ON OF: 11 CONSTRUCT CURB RAMP PER RIV. CO. 5w. 403 CASE A AND SCALE: DETAIL SHEET 2 FOR: LEGEND O CONSTRUCT MIN. 4" AC OVER MIN. 10" AB CLASS II O INSTALL SIDEWALK (SEE PLANS FOR WIDTH) REMOVE & REPLACE AC PAVEMENT CURVE TABLE CURVE M LENGTH RADIUS DELTA TANGENT Cl 37.33 35.00 61'06'58" 20.66 C2 43.77 50.00 50'09'10" 23.40 C3 34.57 500.00 557'41" 17.29 C4 35.41 500.00 4403'29" 17.71 C5 109.69 5032.00 1'14'56" 54.85 C37 43.77 35.00 71'38'55° 25.27 A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: STREET IMPROVEMENT PLAN 3788 McCRAY STREET SEE ABOVE RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE PH. (951) 686-1070 HARVILL BUSINESS CENTER A S S 0 C I A T E S FAX (951) 788-1256 PLOT PLAN NO. 26173 I UNDER THE DESIGNED BY: CHECKED BY:w PLAN & PROFILE - RIDER STREET ON OF: _ R.C.E. N0.' 73987 SCALE: FOR: W.O. COUNTY DATE: �' H: AS SHOWN y. N A CORE 5 INDUSTRIAL PARTNERS 2016-0235 FILE NO. ABREGO SHEET NO. C3 V SHEETS c r-++ - _ _ �- C_25 - - ` = 10 TO T (12.62 TIC (12.13 TC) 13 3 10 8 193(11.70 TC) 194 OS EX. 8" 192 - - W -. 2000,pp' p=4'59'57" L=174.50' T=87.31' p N N19'20'41"N r m C QZ 0EX. 8" CURB LU W= CIO Qom_ U EX. 24" WTR n - PER D-14020 Igo a rc +a + 0 a ` N 0 0 r m z 0 V NOTE: APPROVAL BY THE TRANSPORTATION OEPAFiMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. 12 13 (8.96 TC) v1 188 M 1 -- Y i( X PROP. R/W INST. NO PER EX. \ (9s TcNJ ) (10.08 TO)� `EX 8 CURB �5 190 12 131 - �- N19'20'41"W EX. 24" WTR _ EXCURB PER 0-14021 - - - - - - - - EX. R/W w�a Q' 9 C13 RIDER STREET SEE SHEET 3 rl lr r _ Cid__ --r =� EX. 8" CURB()/ K13(12.92 TC) -�, N 0 EX. (12.28 TC) 12 13 200AIR VALVE (13.22 TC) (12.83 TC) (11 72 TC) 199 196 197 198 NP 20'44"W ~ y- _ - -- N19'20'03'W- 5 EX. CB _ _ - 1 R=200000 d 4.59'19 L 174.14 T-8712 _-- -- - _� EX. CU - - PR 0=14021 - R/W HARVILL AVENUE +81 47 HARVILL AVE. � + .49 TREET \ EX. 1.5'Hx3'W RCB PER RIV CO LINE "M" \ / STORM DRAIN PLANS EX. 14" WATERT_ PER D-7987 k. -EX. 8" SEWER PER D-7987 it CURVE / CONSTRUCTION NOTES O1 CONSTRUCT 0.25' THICK A.C.PAVING OVER 0.83' CLASS II A.B. 2 CONSTRUCT TYPE A-8 CURB & DUFFER PER RIV. CO. STD. 201 O3 ow , O4 CONSTRUCT EP PER TYP. EDGE OF PAVEMENT DETAIL SHEET 2 OS PROTECT IN PUCE © CONSTRUCT COMMERCIAL DRIVEWAY PER RN. CO. STD. 207A O REMOVE EX. 6" A.C. DIKE © REMOVE EX. C&G O9 CONSTRUCT / 10 SAWCUT AND JOIN PER DETAIL SHEET 2 12 REMOVE EX. AC PAVEMENT & RECOMPACT IX. A.B. 13 CONSTRUCT +O Zm 2702'02" 66.11 C14 77.16 .-JU. JC 39.45 C15 pVyU W 145.00 29'28'24" 38.14 C16 120.72 275.00 25409'03" ty �M Z`Q fm 3m 122.91 280.00 25609'03" 62.46 C18 ♦ODU 150.00 2706'41" Ow OF C19 68.61 145.00 2706'41" OF _nmi 112.81 200.00 K /Iln/I �5 EX. SL r C21 9295 205.00 F 47.29 C23 41.43 0. CF 81'51'31' 25.15 C24 43.17 29.00 85017'07" 26.71 IX. SIDEWALK 8.87 3.00 169'26'01" 32.44 C27 X 480.00 21'18'40" 90.31 C28 176.68 h�' -an-- •'�`�q �.` .... Gam' 89.37 CB 56.25 150.00 21'29'04" 28.46 C30 54.37 145.00 21'29'04" 27.51 n 176.83 475.00 _ - C32 (7.62 TC) 480.00 21'56'34" 93.05 (8.46 TC) -7 183 184 PROP. 66" SID 185 PER .- - 10 8 - 187- - TO - - _ 19.49 N19'20'41'W 37.48 29.00 74'03'12" 21.87 C36 34.79 29.00 BS43'43" 19.83 ' 1213 PROP. LATERAL H-11 - - - - -�I� 1. �I.- 10'Wx5'H RCB PER - - - - - - - oVr 2m. _rl nun' }� n �M PN �~ �n mW� + + +n 1(10 Ih H A R V IL L A V E N U E c r-++ - _ _ �- C_25 - - ` = 10 TO T (12.62 TIC (12.13 TC) 13 3 10 8 193(11.70 TC) 194 OS EX. 8" 192 - - W -. 2000,pp' p=4'59'57" L=174.50' T=87.31' p N N19'20'41"N r m C QZ 0EX. 8" CURB LU W= CIO Qom_ U EX. 24" WTR n - PER D-14020 Igo a rc +a + 0 a ` N 0 0 r m z 0 V NOTE: APPROVAL BY THE TRANSPORTATION OEPAFiMENT IS FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. 12 13 (8.96 TC) v1 188 M 1 -- Y i( X PROP. R/W INST. NO PER EX. \ (9s TcNJ ) (10.08 TO)� `EX 8 CURB �5 190 12 131 - �- N19'20'41"W EX. 24" WTR _ EXCURB PER 0-14021 - - - - - - - - EX. R/W w�a Q' 9 C13 RIDER STREET SEE SHEET 3 rl lr r _ Cid__ --r =� EX. 8" CURB()/ K13(12.92 TC) -�, N 0 EX. (12.28 TC) 12 13 200AIR VALVE (13.22 TC) (12.83 TC) (11 72 TC) 199 196 197 198 NP 20'44"W ~ y- _ - -- N19'20'03'W- 5 EX. CB _ _ - 1 R=200000 d 4.59'19 L 174.14 T-8712 _-- -- - _� EX. CU - - PR 0=14021 - R/W HARVILL AVENUE +81 47 HARVILL AVE. � + .49 TREET \ EX. 1.5'Hx3'W RCB PER RIV CO LINE "M" \ / STORM DRAIN PLANS EX. 14" WATERT_ PER D-7987 k. -EX. 8" SEWER PER D-7987 it LEGEND INSTALL SIDEWALK (SEE PLANS FOR WIDTH) 0 REMOVE & REPLACE AC PAVEMENT CURVE TABLE CURVE / CONSTRUCTION NOTES O1 CONSTRUCT 0.25' THICK A.C.PAVING OVER 0.83' CLASS II A.B. 2 CONSTRUCT TYPE A-8 CURB & DUFFER PER RIV. CO. STD. 201 O3 CONSTRUCT 5' WIDE SIDEWALK PER RN. CO. STD. DETAIL 401 O4 CONSTRUCT EP PER TYP. EDGE OF PAVEMENT DETAIL SHEET 2 OS PROTECT IN PUCE © CONSTRUCT COMMERCIAL DRIVEWAY PER RN. CO. STD. 207A O REMOVE EX. 6" A.C. DIKE © REMOVE EX. C&G O9 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER RN. 00. STD. DETAIL 404 10 SAWCUT AND JOIN PER DETAIL SHEET 2 12 REMOVE EX. AC PAVEMENT & RECOMPACT IX. A.B. 13 CONSTRUCT 0.33' (MIN.) THICK AC PAVEMENT OVER RECOMPACTED A.B. LEGEND INSTALL SIDEWALK (SEE PLANS FOR WIDTH) 0 REMOVE & REPLACE AC PAVEMENT CURVE TABLE CURVE / LENGTH RADIUS DELTA TANGENT C6 43.68 35.00 71630'43" 25.20 C7 44.18 35.00 7218'58" 25.58 CB 40.67 35.00 66434'28" 22.98 C9 40.64 35.00 66'31'38" 22.96 CIO 39.67 145.00 15'40'24° 19.96 C11 132.11 280.00 2702'02" 67.31 C12 129.75 275.00 2702'02" 66.11 C14 77.16 150.00 29'28'24' 39.45 C15 74.59 145.00 29'28'24" 38.14 C16 120.72 275.00 25409'03" 61.35 C17 122.91 280.00 25609'03" 62.46 C18 70.98 150.00 2706'41" 36.17 C19 68.61 145.00 2706'41" 34.96 C20 112.81 200.00 1 3719'02" 57.95 C21 9295 205.00 25'58'47" 47.29 C23 41.43 29.00 81'51'31' 25.15 C24 43.17 29.00 85017'07" 26.71 C25 8.87 3.00 169'26'01" 32.44 C27 178.54 480.00 21'18'40" 90.31 C28 176.68 475.00 21'18'40" 89.37 C29 56.25 150.00 21'29'04" 28.46 C30 54.37 145.00 21'29'04" 27.51 C31 176.83 475.00 21419'46" 89.45 C32 183.83 480.00 21'56'34" 93.05 C33 8.87 3.00 169'26'10" 32.45 C34 38.86 200.00 11'07'54" 19.49 C35 37.48 29.00 74'03'12" 21.87 C36 34.79 29.00 BS43'43" 19.83 1"= 40' 40 20 0 40 so 120 2-SACK SLURRY � BACKFILL a iO c YQ N �0 TW -'PROP. SURFACE AT C/L 1520 2-SAKK SL RRY PROP. SURFACE AT C/L E%. SURFACE AT C/L - S. n� I m - - 1 - \ I/ I `IX5. URF/ICE AT C/L NprA HGL �'tt 27 PRO . 4'x fKL - RIP PAD J - ---- 15�Oy013 = =0.003 < n _ PRECISE GRNII IG _ a 1511.14 INV. + u PLANS FOR CC fnNUATION IX. 1.5Hx3.W RCB PER RN. CO. PLAN HEAD o :2c +�m n- +_ + .> NO. 907H 8� ;- `V ,+,�o �z o�z _ < Cwnw=15 CFS gn Vujy =3.3 FPS 30.8 LF 24" RCP C -N -$ <� _a N_ <- r_ V x-3..00FS < N <o .. �^ 146.6 LF 30" RCP D-16M Cap=5..7 CFS.T. . VpRWq=3.3 FPS MAINTAINED -- -- MVMNNED BY R.C.T.D. VFW=14.3 FPS 1530 212.01' OF 1. x3.OW RCB D-1600 LF " D-1600 OgyWT=14.4.0 CFS MAI j - MNNT V.vax=3.1 FPS Cl�15.0 CFS C��=1 .0 CFS 46.3 LF 30 RCP D-1600 1500 i 500 1500 3.3 FPS Vim= 3 FPS MNNTN D BY R.C.T.D. CIIOrnw 14.0 CFS vi W 15.2 FPS "Qaxx IS BASED ON IX. RIV. CO. PVN 907H AC UTY IN T E R IM LIIN E M E X T E N S 10 N L A T E R A L M- 1 PROFILE SCALES HORIZ. 1 "=40' T. 1==4' 9+40 10+00 11+00 12+00 13+00 14+00 15+00 16+0016+30 9+70 10+00 11+00 E%. '1.SHx3.OW RCB in i 28 - =_aia E .. PER'RIV. CO. PWA. Lp \ NO 907-11 o 1 \ o x �+ o� < i OF LINE M STO DRAIN I 1 +on�m jog (SEE PROFILE', EREON) \ 1 CONSTRUCTION NOTES ��� $y, Ecom II `.Q OF LATERAL M-1 STORM DRAIN \ zu SEE PROFILE HER t'zz d ox ( ) I` CONTRACTOR TO COORDINATE 20 INSTALL 24" RCP STORM DRAIN (GIA56 N) -D--- DrF _ R it WITH ADJACENT PROPE OWNER om �0� �P. R/W-- -- -_ - 21 INSTALL 30" RCP STORM DRAIN, D-LOAD PER PVN EX. PP'TROTH 7 \ - 22 N- - - T - 1_ _T _. f EX. PP PROTECT U. WATER METER n IN '35 ©2 INSTALL 15H%30'W RCB STORM DRAIN •( "- 71 IN - X R/W� +. O3 CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD DWG. MH251 ` 4620.E E 25 �N86'43'31"E 2 N44 IX. 14> WATER - - -'^ - - - - - - _ P - © CONSTRUCT MANHOLE NO. 3 PER RCFC&WCD STD. DWG. MH253 VC E wo D-798] E%. CURB N85174 - --- - - 15 --i- _..P _- 25 CONSTRUCT PIPE CULVERT HEADWALL PER CALTRMIS STD. PVN 089 AND 7"W F= DETAIL ON SHEET 6, USE RENFORCEMENT FOR H=4'5" --- N89'01'02"E - Er _ 26 CONSTRUCT CABLE RAILING PER CALTRANS STD. PLAN B11-47 n B 42 42\ +z 40 l N89'01 02 E 39 38 - ` - - - �- - =T _ � _ _. _ _ 27 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. DWG. M603 PROP 37 Ci r a s 21 J M w 36 D EX. EP 28 REMOVE E%. STORM DRAIN STRUCTURE OF RIDER STREET Z w IX 14" WA R m zo PER D-79 _ 3 w `#5 BARS 0 6" O.C. TYP. EX>8.PER SEWER7987 4 J +� `EX. CURB, -� p -- - 6 . 24 CMP STORM DRAIN y 8" 3.0' 8" E%. PP PROlEC7 IN PEACE E%. R/Y/��z 34" CLE. Uj \ FUTURE RCFC&WCD L`=/ +o n < IX. 24' CMP STORM ORNN B T +a r w NZ \ LATERAL H-11 STORM DRAIN'\ \ it II ? SEWER MH Z a R I D E R S T R E E T 23 25 oa 26 2s rx N 3j" CLR. m E% 24"x36" OVAL CULVERT SE BE REMOVEDIW�EX. rc AND DISPOSED OF LEGALLY MATCH EX. FG/FL 1" - 40' H E A D W ALL A N D __ __-_ - __ 0 �, N 25 G R A D I N G D E T A I L > -= 40 0 40 120 CONCRETE RCS DETAIL Q V 1'-10' - l / �' OF 307 STORM DRAIN 0 50' ' - - - 21 MAX SLOPE SQ z- - - -. �--�� CURVE DATA nCE CURVE DATA wD o $ _ _ _ ��`_ nCE CURVE DATA nCE CURVE DATA ¢ o - - - - - -= - - -g R = 90.00' B R = 5025.00' R = 4975.00x' R = 90.00'0• J s� / - T=4.11' T=46.47' T=65.81' T= 1.80' 261 -MOaFY WATER SERVICE CONNECTION TO I 26 Zw-a-___t BC= 12+12.01 BC= 12+20.22 BC= 13+13.17 BC= 15+22.48 a STORM DRAIN CONFLICT AND PROVIDE A MIN.1' L 822' L = 92.95' L = 131.62' L = 3.60' c� _ CLEARANCE To MEET EMWD,ANq HEALTH STpSy__ _ -,:,,f - - ;sl --- - �`-b1 EC= 12+20.22 EC= 13+13.17 EC= 14+44.79 EC= 15+26.08 w � IE N ' FILL IN SWALE AND GRADE TO MEET PROP. EP PI = N 2247199.109 PI = N 2247198.643 PI = N 2247199.688 PI = N 2247197.196 3 FILL IN SWALE AND GRADE TO MEET PROP. EP PEg/STREET CROSS SECTIONS E 6258007.370 E 6257956.786 E 6257844.503 E 6257699.226 v NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS PER STREET CROSS SECTIONS // /A\ FOR WORK WITHIN THE ROAD RIGHT-OF-WAY ONLY. o '\I1�ilAAI 4!Il NOTE: SEAL - ENGINEER A L B E R T A. ENGINEERING CONSULTANTS BENCHMARK: STREET IMPROVEMENT PLAN SHEET NO. WORK CONTAINED WITHIN THESE PLANS SHALL NOT _ z o DIALORKING COMMENCE UNTIL AN ENCROACHMENT PERMIT YxIWi35i 0 1 3788 MCCRAY STREET SEE ABOVE p m BEFORE D YS BEFORE AND/OR A GRADING PERMIT HAS BEEN ISSUED.--,c+x'A•.c`ey , , RIVERSIDE CA. 92506 COUNTY OF RIVERSIDE v < you DIG You ac _ - 3 W o :A PH. (951) 686-1070 HARVILL BUSINESS CENTER p THE PRIVATE ENGINEER SIGNING THESE PUNS S RESPONSIBLE FOR -- -- - ---- • A S S 0 C I A T E S FAX (951) 788-1256 0 TOLL FREE 1-600-422-4133 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. -_ _ xR. aeo PLOT PLAN NO. 26173 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL PREPARED UNDER THE DESIGNED BY: CHECKED BY: bU U A PUBLIC SERVICE BY OR WRING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE - - - • SUPERVISION OF: STORM DRAIN PLAN & PROFILE OF_SHEETS w a UNDERGROUND SERVICE ALERT RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND MARK BY DATE PR. DATE ��4 IV 1x R.C.E. NO. 73987 REVISIONS ad+ry0� SCALE: FOR: W.O. COUNTY ZP/ 19 �/ < RENSING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY EUGENE J ABREGO DATE: 7 H: AS SHOWN Vf N A CORE 5 INDUSTRIAL PARTNERS 2016-0235 FILE NO. XX